Details Electric Benches DWG Detail for AutoCAD

Benches Electric Underground 4, 6, 8, 9, 12 tubes; and details of electrical Precats .

Drawing labels, details, and other text information extracted from the CAD file (Translated from Galician):

Tank, Concrete poured, Conduit b.t., section, Plant, Low tension tube bed, P.v.c., with, Ground level, Concrete, Compacted, Low tension tube bed, Low tension tube bed, Low tension tube bed, Medium tensile tube tube, section, Plant, Conduit of b.t., Tank, Conduit of b.t., Ground level, with, Compacted, Concrete, P.v.c., Ground level, with, Compacted, Concrete, P.v.c., Iron frame, Lid met, Concrete poured, Iron frame, Lid met, P.v.c., with, Ground level, Concrete, Compacted, with, Compacted, Chopped, P.v.c., Concrete, Low tension tube bed, P.v.c., with, Ground level, Concrete, Compacted, Low tension tube bed, P.v.c., with, Ground level, Concrete, Compacted, P.v.c., with, Ground level, Concrete, Compacted, Low tension tube bed, Ground level, with, Compacted, P.v.c. Primary ducts, P.v.c. Secondary ducts, Concrete, with, Compacted, Low tension bench of primary tubes secondary tubes, Concrete, P.v.c. Primary ducts, P.v.c. Secondary ducts, Concrete, Ground level, with, Compacted, with, Compacted, Low tension bench of primary tubes secondary tubes, Dimensions closets, Low voltage fence, High voltage fence

Raw text data extracted from CAD file:

\A1;.10 \A1;.25 \A1;.70 \A1;.81 \A1;.15 \A1;.50 \A1;.80 \A1;.15 \A1;.25 \A1;.10 \A1;1.00 \A1;.50 \A1;.40 \A1;.075 \A1;.05 \A1;.40 \A1;.75 \A1;.35 \A1;.40 \A1;.40 \A1;.075 \A1;.05 \A1;.25 \A1;.60 \A1;.35 \A1;.40 \A1;.075 \A1;.075 \A1;.55 \A1;.90 \A1;.35 \A1;.075 \A1;.05 \A1;.40 \A1;.40 \A1;.15 \A1;.50 \A1;.80 \A1;.05 \A1;.05 \A1;.10 \A1;.70 \A1;.10 \A1;.70 \A1;.90 \A1;.50 \A1;.70 \A1;.40 \A1;0.55 \A1;.90 \A1;0.50 \A1;.075 \A1;.075 \A1;.55 \A1;.075 \A1;.40 \A1;.60 \A1;.40 \A1;.05 \A1;1.60 \A1;1.20 \A1;.60 \A1;0.55 \A1;1.10 \A1;0.50 \A1;.075 \A1;.075 \A1;.55 \A1;.20 \A1;0.55 \A1;.70 \A1;0.50 \A1;.075 \A1;.075 \A1;.55 \A1;.60 \A1;0.55 \A1;1.10 \A1;0.50 \A1;.075 \A1;.075 \A1;.55 \A1;.05 \A1;.40 \A1;.075 \A1;.40 \A1;.075 \A1;.40 \A1;.35 \A1;.30 \A1;.20 \A1;1.25 \A1;.05 \A1;.40 \A1;.075 \A1;.075 \A1;.55 \A1;.20 \A1;.30 \A1;.35 \A1;1.40 \A1;.40 TANQUILLA E-3 CONCRETO VERTIDO 150 KG/CM2 .10 .25 B’ CONDUCTO B.T. .70 .81 .15 .50 .80 .15 B .25 .10 1.00 .50 SECCION B-B’ PLANTA .40 .075 .05 BANCADA DE BAJA TENSION DE 4 TUBOS .40 .75 .35 .40 .40 d4″ o 6″ P.V.C. .075 .05 \A1;RELLENAR CON RASANTE DEL TERRENO CONCRETO RCC150 Kg/cm2 \A1;TIERRA COMPACTADA BANCADA DE BAJA TENSION DE 2 TUBOS .25 .60 .35 .40 .075 .075 BANCADA DE BAJA TENSION DE 6 TUBOS .55 .90 .35 .075 BANCADA DE BAJA TENSION DE 8 TUBOS BANCADA MEDIA TENSION DE 2 TUBOS .05 .40 .40 SECCION A-A’ A PLANTA CONDUCTO DE B.T. d4″ A’ TANQUILLA E-1 CONDUCTO DE B.T. d4″ CONDUCTO DE B.T. d4″ CONDUCTO DE B.T. d2″ .15 .50 .80 .05 .05 .10 .70 .10 RASANTE DEL TERRENO \A1;RELLENAR CON \A1;TIERRA COMPACTADA CONCRETO RCC150 Kg/cm2 d4″ o 6″ P.V.C. RASANTE DEL TERRENO \A1;RELLENAR CON \A1;TIERRA COMPACTADA CONCRETO RCC150 Kg/cm2 d4″ o 6″ P.V.C. MARCO DE HIERRO TAPA MET. CONCRETO VERTIDO 150 KG/CM2 MARCO DE HIERRO TAPA MET. .70 .90 .50 .70 d4″ o 6″ P.V.C. \A1;RELLENAR CON RASANTE DEL TERRENO CONCRETO RCC150 Kg/cm2 \A1;TIERRA COMPACTADA .40 0.55 .90 0.50 .075 .075 .55 .075 .40 \A1;RELLENAR CON \A1;TIERRA COMPACTADA \A1;PIEDRA PICADA d4″ o 6″ P.V.C. CONCRETO RCC150 Kg/cm2 .60 .40 .05 1.60 1.20 BANCADA DE BAJA TENSION DE 12 TUBOS d4″ o 6″ P.V.C. \A1;RELLENAR CON RASANTE DEL TERRENO CONCRETO RCC150 Kg/cm2 \A1;TIERRA COMPACTADA .60 0.55 1.10 0.50 .075 .075 .55 BANCADA DE BAJA TENSION DE 4 TUBOS d4″ o 6″ P.V.C. \A1;RELLENAR CON RASANTE DEL TERRENO CONCRETO RCC150 Kg/cm2 \A1;TIERRA COMPACTADA .20 0.55 .70 0.50 .075 .075 .55 d4″ o 6″ P.V.C. \A1;RELLENAR CON RASANTE DEL TERRENO CONCRETO RCC150 Kg/cm2 \A1;TIERRA COMPACTADA .60 0.55 1.10 0.50 .075 .075 .55 BANCADA DE BAJA TENSION DE 9 TUBOS .05 .40 .075 .40 .075 .40 RASANTE DEL TERRENO \A1;RELLENAR CON \A1;TIERRA COMPACTADA d4″ o 6″ P.V.C. DUCTOS PRIMARIOS d4″ o 6″ P.V.C. DUCTOS SECUNDARIOS .35 CONCRETO RCC150 Kg/cm2 CONCRETO RCC150 Kg/cm2 \A1;RELLENAR CON \A1;TIERRA COMPACTADA .30 .20 1.25 BANCADA DE BAJA TENSION DE 4 TUBOS PRIMARIOS Y 2 TUBOS SECUNDARIOS .05 .40 CONCRETO RCC150 Kg/cm2 d4″ o 6″ P.V.C. DUCTOS PRIMARIOS .075 .075 .55 .20 .30 .35 1.40 d4″ o 6″ P.V.C. DUCTOS SECUNDARIOS CONCRETO RCC150 Kg/cm2 .40 RASANTE DEL TERRENO \A1;RELLENAR CON \A1;TIERRA COMPACTADA \A1;RELLENAR CON \A1;TIERRA COMPACTADA BANCADA DE BAJA TENSION DE 6 TUBOS PRIMARIOS Y 2 TUBOS SECUNDARIOS DIMENSIONES – TANQUILLAS E1: Tanquilla baja tensión de 0,3 x 0,4 x 0,8 m E2: Tanquilla baja tensión de 0,5 x 0,7 x 0,8 m E3: Tanquilla baja tensión de 0,8 x 1 x 1 m AT1: Tanquilla Alta tensión de 1 x 1,4 x 1,6 m

Drawing labels, details, and other text information extracted from the CAD file (Translated from Galician):

Tank, Concrete poured, Conduit b.t., section, Plant, Low tension tube bed, P.v.c., with, Ground level, Concrete, Compacted, Low tension tube bed, Low tension tube bed, Low tension tube bed, Medium tensile tube tube, section, Plant, Duct of b.t., Tank, Duct of b.t., Ground level, with, Compacted, Concrete, P.v.c., Ground level, with, Compacted, Concrete, P.v.c., Iron frame, Lid met, Concrete poured, Iron frame, Lid met, P.v.c., with, Ground level, Concrete, Compacted, with, Compacted, Chopped, P.v.c., Concrete, Low tension tube bed, P.v.c., with, Ground level, Concrete, Compacted, Low tension tube bed, P.v.c., with, Ground level, Concrete, Compacted, P.v.c., with, Ground level, Concrete, Compacted, Low tension tube bed, Ground level, with, Compacted, P.v.c. Primary ducts, P.v.c. Secondary ducts, Concrete, with, Compacted, Low tension bench of primary tubes secondary tubes, Concrete, P.v.c. Primary ducts, P.v.c. Secondary ducts, Concrete, Ground level, with, Compacted, with, Compacted, Low tension bench of primary tubes secondary tubes, Dimensions closets, Low voltage fence, High voltage fence

Raw text data extracted from CAD file:

\A1;.10 \A1;.25 \A1;.70 \A1;.81 \A1;.15 \A1;.50 \A1;.80 \A1;.15 \A1;.25 \A1;.10 \A1;1.00 \A1;.50 \A1;.40 \A1;.075 \A1;.05 \A1;.40 \A1;.75 \A1;.35 \A1;.40 \A1;.40 \A1;.075 \A1;.05 \A1;.25 \A1;.60 \A1;.35 \A1;.40 \A1;.075 \A1;.075 \A1;.55 \A1;.90 \A1;.35 \A1;.075 \A1;.05 \A1;.40 \A1;.40 \A1;.15 \A1;.50 \A1;.80 \A1;.05 \A1;.05 \A1;.10 \A1;.70 \A1;.10 \A1;.70 \A1;.90 \A1;.50 \A1;.70 \A1;.40 \A1;0.55 \A1;.90 \A1;0.50 \A1;.075 \A1;.075 \A1;.55 \A1;.075 \A1;.40 \A1;.60 \A1;.40 \A1;.05 \A1;1.60 \A1;1.20 \A1;.60 \A1;0.55 \A1;1.10 \A1;0.50 \A1;.075 \A1;.075 \A1;.55 \A1;.20 \A1;0.55 \A1;.70 \A1;0.50 \A1;.075 \A1;.075 \A1;.55 \A1;.60 \A1;0.55 \A1;1.10 \A1;0.50 \A1;.075 \A1;.075 \A1;.55 \A1;.05 \A1;.40 \A1;.075 \A1;.40 \A1;.075 \A1;.40 \A1;.35 \A1;.30 \A1;.20 \A1;1.25 \A1;.05 \A1;.40 \A1;.075 \A1;.075 \A1;.55 \A1;.20 \A1;.30 \A1;.35 \A1;1.40 \A1;.40 TANQUILLA E-3 CONCRETO VERTIDO 150 KG/CM2 .10 .25 B’ CONDUCTO B.T. .70 .81 .15 .50 .80 .15 B .25 .10 1.00 .50 SECCION B-B’ PLANTA .40 .075 .05 BANCADA DE BAJA TENSION DE 4 TUBOS .40 .75 .35 .40 .40 d4″ o 6″ P.V.C. .075 .05 \A1;RELLENAR CON RASANTE DEL TERRENO CONCRETO RCC150 Kg/cm2 \A1;TIERRA COMPACTADA BANCADA DE BAJA TENSION DE 2 TUBOS .25 .60 .35 .40 .075 .075 BANCADA DE BAJA TENSION DE 6 TUBOS .55 .90 .35 .075 BANCADA DE BAJA TENSION DE 8 TUBOS BANCADA MEDIA TENSION DE 2 TUBOS .05 .40 .40 SECCION A-A’ A PLANTA CONDUCTO DE B.T. d4″ A’ TANQUILLA E-1 CONDUCTO DE B.T. d4″ CONDUCTO DE B.T. d4″ CONDUCTO DE B.T. d2″ .15 .50 .80 .05 .05 .10 .70 .10 RASANTE DEL TERRENO \A1;RELLENAR CON \A1;TIERRA COMPACTADA CONCRETO RCC150 Kg/cm2 d4″ o 6″ P.V.C. RASANTE DEL TERRENO \A1;RELLENAR CON \A1;TIERRA COMPACTADA CONCRETO RCC150 Kg/cm2 d4″ o 6″ P.V.C. MARCO DE HIERRO TAPA MET. CONCRETO VERTIDO 150 KG/CM2 MARCO DE HIERRO TAPA MET. .70 .90 .50 .70 d4″ o 6″ P.V.C. \A1;RELLENAR CON RASANTE DEL TERRENO CONCRETO RCC150 Kg/cm2 \A1;TIERRA COMPACTADA .40 0.55 .90 0.50 .075 .075 .55 .075 .40 \A1;RELLENAR CON \A1;TIERRA COMPACTADA \A1;PIEDRA PICADA d4″ o 6″ P.V.C. CONCRETO RCC150 Kg/cm2 .60 .40 .05 1.60 1.20 BANCADA DE BAJA TENSION DE 12 TUBOS d4″ o 6″ P.V.C. \A1;RELLENAR CON RASANTE DEL TERRENO CONCRETO RCC150 Kg/cm2 \A1;TIERRA COMPACTADA .60 0.55 1.10 0.50 .075 .075 .55 BANCADA DE BAJA TENSION DE 4 TUBOS d4″ o 6″ P.V.C. \A1;RELLENAR CON RASANTE DEL TERRENO CONCRETO RCC150 Kg/cm2 \A1;TIERRA COMPACTADA .20 0.55 .70 0.50 .075 .075 .55 d4″ o 6″ P.V.C. \A1;RELLENAR CON RASANTE DEL TERRENO CONCRETO RCC150 Kg/cm2 \A1;TIERRA COMPACTADA .60 0.55 1.10 0.50 .075 .075 .55 BANCADA DE BAJA TENSION DE 9 TUBOS .05 .40 .075 .40 .075 .40 RASANTE DEL TERRENO \A1;RELLENAR CON \A1;TIERRA COMPACTADA d4″ o 6″ P.V.C. DUCTOS PRIMARIOS d4″ o 6″ P.V.C. DUCTOS SECUNDARIOS .35 CONCRETO RCC150 Kg/cm2 CONCRETO RCC150 Kg/cm2 \A1;RELLENAR CON \A1;TIERRA COMPACTADA .30 .20 1.25 BANCADA DE BAJA TENSION DE 4 TUBOS PRIMARIOS Y 2 TUBOS SECUNDARIOS .05 .40 CONCRETO RCC150 Kg/cm2 d4″ o 6″ P.V.C. DUCTOS PRIMARIOS .075 .075 .55 .20 .30 .35 1.40 d4″ o 6″ P.V.C. DUCTOS SECUNDARIOS CONCRETO RCC150 Kg/cm2 .40 RASANTE DEL TERRENO \A1;RELLENAR CON \A1;TIERRA COMPACTADA \A1;RELLENAR CON \A1;TIERRA COMPACTADA BANCADA DE BAJA TENSION DE 6 TUBOS PRIMARIOS Y 2 TUBOS SECUNDARIOS DIMENSIONES – TANQUILLAS E1: Tanquilla baja tensión de 0,3 x 0,4 x 0,8 m E2: Tanquilla baja tensión de 0,5 x 0,7 x 0,8 m E3: Tanquilla baja tensión de 0,8 x 1 x 1 m AT1: Tanquilla Alta tensión de 1 x 1,4 x 1,6 m